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Lf <br />I , • <br />1. i <br />! <br />~ <br />~ <br />`I• . _. <br /> .................. ......... PCND AREA DATA .............. ............. <br />I <br />~-il AREA PCINT VALUE <br />f_ _-__-_ I- .00 <br />~ 2 .OH <br />~' 3 .15 <br /> 4 _. . - .20 _.___. -_. ___.- <br />i 5 .25 <br />I 6 .29 <br /> <br />.' 8 .35 <br /> 9 .3B <br /> _ __- ______10. .. ___- __ 40-. --- <br />~ 11 .4B <br />•l 12 .51 <br />i <br />. __ .__. 13 .5H <br />~- ...~ .............r .r.....ar..a.....r...a..r.: r.rr..raa-~.. ar..c...:acrr <br />L <br />acer.rcaaraaarrrree ra r.---DROP-SPILCMAY-INPUTS-rrra rirrrrr~s rrrr rrm errs <br />~' QUESTION <br /> RD, .. _ __ - __ -___-_ <br />'I 1. BARREL CIAMETEP - 24.000 INCHES <br />L'i 2. R]$ER CIAME TER - 34.000 INCHES <br /> ~ <br />- 3. ENTRANCE-ICSS-CCEFFI CIEN7 - 1:000 <br /> 4. BEND LOSS CCEFFICIEN7 - .500 <br />~' I 5. LENGTH DF PIPE - 60.000 FEET <br />I -~ 6. FEIR CCEFF ICIENT - -- ~-- - -3400 <br />.I 7. ORIFICE LOE FF ICIENT - .600 <br />I 8. MANNING COEFFICIENT - ,025 <br />~ - 9t -VERT iCAL HEAD CAOP-= H-500- FE F~ <br /> 10. STAGE PRINCIPLE SPILLNAY - H.500 FFET <br />~I <br /> <br />• ._..._~_~...~.._c...~.a.a.r....--~-.a:.r.. a. ~s..r _ ..ra_. ~~._ ~-era <br />\' <br /> <br />I <br />~ i„~ <br />ELI <br />~.I <br />III e P e• e e++ P o++ a e e e e e e e P e a+ a e+ e e e <br />I <br />II--- - ~- - --- - - --POND-RESULTS <br />`" •I e e 9 P e P e e 4 9 9+ e p++ e 9 P 0 4 0 e e e 4 P• e e <br />`. <br />~ +ePPe BASIN GEOMETRY eP+Pe <br />-33~ <br />• Jn , <br /> <br />